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Home My WebLink About0895.06 DFR 153-155.pdfTo Ea I-th S�� I trti�o I] Earth Solutions NW, LLC LETTER OF TRANSMITTAL RJ Development Date: March 25, 2020 401 Central Street SE ESNW No.: ES- 895.06 Olympia, WA 98501 Project: Weatherly Inn Attn: Mr. Duane Meyer I :mail: duane rr,accrete.build No. of ua ies uate uescri tion 1 1 3/14-3/17/20 Daily Field Reoort(s) # 153-155 Comments: CC: 1: John Wilson ATTN: johnw@rinocon.com 2: Mark Richardson ATTN: niark@accrete.bui[d 3: Jeff Brain ATTN: jeff@accrete. build 4- Jennifer Vogele ATTN. Jennifer accrete. build 5 Jonathan Chavez ATTN: jchavez@rentonwa qov 6: Joe W ATTN_ joew@accrete build Transmitted By: Earth Solutions NW, LLC PM: Scott Riegel, L.G., L.E.G. 15365 NE 90th Street, Suite 100 Redmond, WA 98052 (425) 449-4704 FAX (425) 449-4711 Earth Solutions NWLLc t 15365 NE 90" Street, Suite 100 Redmond, WA 98052 Main (425) 449-4704 1 Fax (425) 449-4711 www.esnw com DAILY FIELD REPORT Project Name Weatherly Inn Contractor #1 Rino Construction Contractor #2 ESNW Rep. Project No. Page Report No AK 0895.06 1/ 1153 JI Time On Site Time Off Site Date ,t Day of Week 12:45 PM 4:15 PM 3/14/20 Saturday Travel Time Weather f 1.25 Hr. RT 40s°F, Clear Job Location 4500 Talbot Rd. S., Renton, WA Contact Mike Contact Client/Owner RJ Development, LLC Field Supervisor LAC Project Manager Ray Are approved plans/permits on site? Project No Permit No. Supplementary Report: Reviewed 4"1/x5 At the client's request, ESNW rep was onsite to observe or test cut slopes, footing backfill and earthwork activities. Cut Slopes While onsite, rep observed south slopes of the cut slopes to be near vertical and covered in plastic sheeting. Rep observed that the east slopes of the excavation were near a 0.75:1 (H:V) slope. Although over -steepened, slopes are stable in current configuration and stable to work within. The contractor is responsible for providing all safety measures in accordance with state and federal regulation. Rep observed that contractor had sloped the southeast corner of the footing excavation to a 1:1 (H:V). Footing Backfill Rep observed contractor use a medium sized excavator to mix and cement treat native brown silty sand with gravel material. Rep observed contractor treat native material with a 3% cement mix. Rep observed contractor place 8"- 8" lifts and compaction with a jumping jack. Rep took compaction tests on backfill and observed material to be adequate of at least 95% of its maximum dry density that was adjusted based t treatment (130.7 lbs./cu. ft.). ESNW '`�rep will ^return to observe earthwork activities when requested by client f ` Andrew Kimn, Senior Technician, 206-430-9183 Earth Solutions NWLLc 15365 NE Street, Suite 100 Redmond,n WA 98052 ESNW Rep. AK Project No. 0895.06 Page 2/2 Report No. 153 Time On Site Time Off Site Date Da Y of Week Main (425) 449-4704 1 Fax (425) 449-4711 Saturday www esnw com 12:45 PM 4:15 PM 3/14/20 DAILY FIELD REPORT Travel Time Weather 1.25 Hr. RT 40s°F, Clear Project Name Weatherly Inn Job Location 4500 Talbot Rd. S., Renton, WA Client/Owner RJ Development, LLC Contractor #1 Rino Construction Contact Mike Field Supervisor LAC Reviewed Contractor #2 Contact Project Manager Ray Reviewed Are approved plans/permits on site? Project No. Permit No. Test Test Location Reference Maximum ± Fill Test % of Number (Footing Backfill) Elevation Compaction Dry Density ' Moisture Dry Density Maximum i Curve (pcf) (/o) (pcf) Dry Density 138 See map for approximate location SG 1 130.7 24.3 123.6 95 139 See map for approximate location SG 1 130.7 22.8 23.7 124.1 f 123.9 95 140 See map for approximate location SG 1 130.7 95 138 139 14Q .., t Earth Solutions NW«C 15365 NE 90" Street, Suite 100 Redmond, WA 98052 ESNW Rep. AK Project No. 0895.06 Page 1/1 Report No. 154 Time On Site Time Off Site Date Day of Week Main (425) 449-4704 1 Fax (425) 449-4711 Monday www.esnw.com 11:30 AM 12:15 PM 3/16/20 DAILY FIELD REPORT Weather Travel Time 1.25 Hr. RT I 40s°F, Clear Project Name Job Location Client/Owner Weatherly Inn 4500 Talbot Rd. S., Renton, WA RJ Development, LLC Contractor #1 Rino Construction Contractor #2 Are approved plans/permits on site? Supplementary Report: Contact Field Supervisor Reviewed Mike LAC-s�=S Contact Project Manager Reviewed Ray Project No. Permit No At the client's request, ESNW rep was onsite to observe or test cut slopes, footing backfill and earthwork activities. Cut Slopes While onsite, rep observed south slopes of the cut slopes to be near vertical and covered in plastic sheeting. Rep observed that the east slopes of the excavation were near a 0.75:1 (H:V) slope. Although over -steepened, slopes are stable in current configuration and stable to work within. The contractor is responsible for providing all safety measures in accordance with state and federal regulation. Rep observed that contractor had sloped the southeast corner of the footing excavation to a 1:1 (H:V). Footing Backfill Rep observed contractor use a medium sized excavator to mix and cement treat native brown silty sand with gravel material. Rep observed contractor treat native material with a 3% cement mix. Rep observed contractor place 8% 8" lifts and compaction with a jumping jack. Rep will return to take compaction tests as needed. Rep also observed contractor place a 6" lift of pea gravel over the footing subgrade. Contractor expressed plans to continue backfilling footing and placing pea gravel. ESNW rep will return to observe earthwork activities when requested by client 4-J-1 il Andrew Kimn, Senior Technician, 206-430-9183 Earth Solutions NW«C ESNW Rep. Project No. Page Report No. 15365 NE 901h Street, Suite 100 AK 0895.06 1/2 155— Redmond. WA 98052 F245 On Site Time Off Site Date Day of Week 10iMain (425) 449-4704 1 Fax (425) 449-4711 Tuesday www.esnw.com PM 3:30 PM 3/17/20 DAILY FIELD REPORT Travel Time Weather 1.25 Hr. RT 40s0F, Clear Project Name Job Location Client/Owner Weatherly Inn 4500 Talbot Rd. S., Renton, WA RJ Development, LLC Contractor #1 Contact I Field Supervisor Reviewed l Rino Construction Mike LACE/2S Contractor #2 Contact Project Manager Reviewed Ray Are approved plans/permits on site? Project No. Permit No. Supplementary Report: At the client's request, ESNW rep was onsite to observe or test cut slopes, footing backfill, building slab subgrade and earthwork activities. Cut Slopes While onsite, rep observed south slopes of the cut slopes to be near vertical and covered in plastic sheeting. Rep observed that the east slopes of the excavation were near a 0.75:1 (H:V) slope. Although over -steepened, slopes are stable in current configuration and stable to work within. The contractor is responsible for providing all safety measures in accordance with state and federal regulation. Rep observed that contractor had sloped the southeast corner of the footing excavation to a 1:1 (H:V). Footing Backfill Rep observed contractor use a medium sized excavator to mix and cement treat native brown silty sand with gravel material. Rep observed contractor treat native material with a 3% cement mix. Rep observed contractor place 8% 8" lifts and compaction with a jumping jack. Rep took compaction tests on backfill and observed material to be adequate of at least 95% of its maximum dry density that was adjusted based on calculations with the cement treatment (130.7 lbs./cu. ft.). Building Slab Subgrade Rep observed contractor placing a 6"---8" lift of pea gravel over the building slab subgrade and covering with vapor barrier. Rep used a V steel t-probe and observed slab subgrade to be very dense, firm, unyielding and suitable for proposed building slab. ESNW rep will return to observe earthwork activities when requested 1 4-" �_ Andrew Kimn, Senior Technician, 206-430-9183 ,. Earth Solutions NWLLC t 1 15365 NE 901' Street, Suite 100 GIII Redmond, WA 98052 Main (425) 449-4704 1 Fax (425) 449-4711 www.esnw.com DAILY FIELD REPORT Project Name Weatherly Inn Contractor #1 Rino Construction Contractor #2 ESNW Rep. Project No. Page AK 089! 1 2/2 Time On Site Time Off Site I Date 2:45 PM ; 3:30 PM 1 3/17/20 Travel Time 1.25 Hr. RT Job Location 4500 Talbot Rd. S., Renton, WA Contact Mike Contact Report No. 155 Day of Week Tuesday Weather 40s°F, Clear Client/Owner RJ Development, LLC Field Supervisor Reviewed LAC Project Manager Reviewed Ray Are approved plans/permits on site? Project No Permit No. Test Test Location Reference Maximum Fill Test % of Number (Footing Backfill) Elevation Compaction Dry Density Moisture Dry Density Maximum Curve (pcf) N (pcf) Dry Density 141 See map for approximate location SG 1 130.7 23.5 124.2 95 142 See map for approximate location SG 1 130.7 23•1 123.6 95 143 See map for approximate location SG 1 130.7 24•2 123.9 95 3 � + 7 4 `l• it r^ rr � I ■w . - ' ' •. --,:.a rrir ��s.. - .� • _ _� �� .. ter, » .� ..•+.►�